Dam Search Results
- Dimensions
- Height: 113 metres
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
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| Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
| Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
| Pangue | Chile | Empresa Electrica Pangue SA | H | Bio-Bio | 175 | 01/92 | 01/95 | 02/96 | 12/96 | 113 | 410 | 670 | 740 | V | (1) | 0.80 | (3)* | 0.80 | (12) | 300 | 300 | 80 | 100 | (N) |
| Gelantan | China | Datang International Hydropower Generation Co. Ltd. | H | Lixian | 409 | 01/03 | 09/06 | 08/08 | - /09 | 113 | 466 | 903 | 1200 | V 0.20 | (3') | 0.75 | (3') | 0.75 | (1) | 77 93 | 77 93 | (S) | ||
| Tianhuaban [A] | China | Yunnan Dianneng Niulanjiang Hydropower Development Co. Ltd. | H | Niulan | 66 | 12/06 | - /07 | - /09 | - /10 | 113 | 160 | 182 | 360 | curve | (3') | curve | (3') | ogee | (3) | |||||
| Pirris | Costa Rica | ICE (Instituto Costarricence de Electricidad) | H | Pirris | 36 | 12/06 | 03/09 | 06/10 | 07/11 | 113 | 258 | 695 | 755 | 0.33 | (3')* | 0.50 | (3')* | 0.50 | (12) | 300 | 300 | 88 | 132 | (N) |
| Yalnızardıç | Turkey | Akköy Energy A.S. | H | Gevne | 109 | - /09 | - /11 | - /14 | - /15 | 113 | 300 | 490 | ||||||||||||
| Söylemez | Turkey | DSI - State Hydraulic Works | H I | Aras | 1295 | 04/22 | 04/24 | 11/27 | 09/28 | 113 | 270 | 718 | 750 | |||||||||||
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: Chile
Owner: Empresa Electrica Pangue SA
Type: Gravity
Purpose(s): Hydropower
River: Bio-Bio
Reservoir capacity: 175 m3x106
Construction Dates
Start of Project: 01/92
Start of RCC: 01/92
End of RCC: 02/96
End of Project: 12/96
Specifications
Height: 113 metres
Length: 410 metres
Volume of RCC: 670 m3x103
Total volume: 740 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: Datang International Hydropower Generation Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lixian
Reservoir capacity: 409 m3x106
Construction Dates
Start of Project: 01/03
Start of RCC: 01/03
End of RCC: 08/08
End of Project: -/09
Specifications
Height: 113 metres
Length: 466 metres
Volume of RCC: 903 m3x103
Total volume: 1200 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 77 | Ground-granulated blast-furnace slag |
| 93 |
Details
Country: China
Owner: Yunnan Dianneng Niulanjiang Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Niulan
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: 12/06
Start of RCC: 12/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 113 metres
Length: 160 metres
Volume of RCC: 182 m3x103
Total volume: 360 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| ogee | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Costa Rica
Owner: ICE (Instituto Costarricence de Electricidad)
Type: Gravity
Purpose(s): Hydropower
River: Pirris
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 12/06
Start of RCC: 12/06
End of RCC: 06/10
End of Project: 07/11
Specifications
Height: 113 metres
Length: 258 metres
Volume of RCC: 695 m3x103
Total volume: 755 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.33 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 132 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: Akköy Energy A.S.
Type: Gravity
Purpose(s): Hydropower
River: Gevne
Reservoir capacity: 109 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/14
End of Project: -/15
Specifications
Height: 113 metres
Length: 300 metres
Volume of RCC: 490 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Aras
Reservoir capacity: 1295 m3x106
Construction Dates
Start of Project: 04/22
Start of RCC: 04/22
End of RCC: 11/27
End of Project: 09/28
Specifications
Height: 113 metres
Length: 270 metres
Volume of RCC: 718 m3x103
Total volume: 750 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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